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watchful by: Mohammed Al-Dhabiany : , , , , , , , , , , Prepared by: Mohammed Al-Dhabiany , : : (desk natural elevation) 1 (start menu) 2 Prepared by: Mohammed Al-Dhabiany : file, edit, view, insert, ) (Menu) 3 . (tools, setting, programs, help . (Tab) 4 : (analysis, vane, connections, concrete, timber, masonry, computer-aided design and detailing, general, geotechnical) (Concrete, Cad and detailing) (Concrete) : 5 (Concrete) 6 CB(continuous conduct/slab), Captain(posted tension ship and slab), FESD(finite elements slab design), Slab(rectangular slab card design), RecCol(rectangular column design), CirCol(circular column design), GenCol(general column design), Wall(retaining wall design), base(base design) (continuous propagate and slab) (Continuous beam) Prepared by: Mohammed Al-Dhabiany 7 : (Continuous beam) (Continuous beam and slab) 1 ( continuous beam and slab) (Continuous beam Prepared by: Mohammed Al-Dhabiany ) 2 : (File) 3 : :(File) ( open) ( ( new) descent a line and save as ) (Code of practice) (Code of practice) (Codes) (BS8110-1997 ) . Prepared by: Mohammed Al-Dhabiany : : .

(input) :(Input) 1 , input , ) . Prepared by: Mohammed Al-Dhabiany : : : : (Parameters) (Compressive strength of concrete (Yield strength of main nerve (Yield strength of stirrup steel (stirrup) 1 ) : F cu ) : Fy ): Fyv (Percentage of moment redistribution to be applied): % Redistribution (Method of redistribution ):down / Optimized redits. D for descending(prenomi! nal) or O for optimized ( ) :Cover to the stub top ( ) : Cover to the center bot. (in ULS =1.4) :Dead load factor (in ULS = 1.6): eff load factor :Density of concrete. % continue load lasting: (Portion of the live load to be considered as permanent when compute the creep component of the long term...If you want to tie a full essay, order it on our website: OrderEssay.net

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